12-101572 (2)PROJECT INFORMATION
PROJECT DESCRIPTION:
CLEARWIRE PROPOSES TO ADD (1) 2'-0" MICROWAVE DISH TO NORTH SIDE OF STEEL CATWALK PLATFORM OF EXISTING 124'-O" AGL
WATER TANK.
APPLICANT:
CLEARWIRE, LLC
1475 120TH AVE NE
BELLEVUE, WA 98005
CONTACT: FRANK WIGNER
PH: (206) 423-6685
CODE INFORMATION:
ZONING CLASSIFICATION: BC (COMMUNITY BUSINESS)
BUILDING CODE: 2009 IBC
CONSTRUCTION TYPE: IIB
OCCUPANCY: S-2
JURISDICTION: CITY OF FEDERAL WAY
CURRENT USE: TELECOMMUNICATION
PROPOSED USE: MICROWAVE AUGMENT
TELCO COMPANY:
CENTURY LINK
PH: (800) 777-9594
POWER COMPANY:
PSE
PH: (425) 452-1234
SITE LOCATION: (BASEDON NAD 83
LATITUDE: 47' 18' 40.70" N
LONGITUDE: 122° 18' 30.97" W
TOP OF STRUCTURE AGL: 124'-0"
BASE OF STRUCTURE AMSL: 439'-0" f
PARCEL NUMBERS
1621049039
AREA OF PARCEL:
31983 S.F. (0.73 ACRES)
PROJECT AREA:
42 S.F. EXISTING EQUIPMENT LEASE AREA
PROJECT TEAM
PROJECT ARCHITECT
RICHARD B. HALL, AIA
PACIFIC TELECOM SERVICES, LLC
111 SOUTH JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
CONTACT: PAUL DANNEBERG
PH: (206) 464-4413
EMAIL: PDANNEBERG@PTSWA.COM
PROPERTY OWNER:
LAKEHAVEN UTILITY DISTRICT
PO BOX 4249
FEDERAL WAY, WA 98063
PROJECT LEAD:
CLEARWIRE, LLC
1475 120TH AVE NE
BELLEVUE, WA 98005
CONTACT: FRANK WIGNER
PH: (206) 423-6685
SITE ACQUISITION:
WESTOWER
7525 SE 24TH STREET #500
MERCER ISLAND, WA 98040
CONTACT: AMANDA NATIONS
PH: (206) 496-2294
PLRMITTING:
WESTOWER
7525 SE 24TH STREET #500
MERCER ISLAND, WA 98040
CONTACT: JENNIFER TAYLOR
PH: (206) 228-2127
CONSTRUCTION MANAGER:
WESTOWER
7525 SE 24TH STREET #500
MERCER ISLAND, WA 98040
CONTACT: LEONARD MILLS
PH: (425) 508-0093
GENERAL INFORMATION:
1. PARKING REQUIREMENTS ARE UNCHANGED.
2. TRAFFIC IS UNAFFECTED.
3. SIGNAGE IS PROPOSED.
0
TIJE S WT
WA -TA
S 324TH
EED ERAL
VICINITY MAP
C609MI0,02
& 17TH AVE S
WAY, WA 98023
f pia
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30th,
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DRIVING DIRECTIONS
FROM CLEARWIRE OFFICE (BELLEVUE. WA):
HEAD SOUTH ON 120TH AVE NE TOWARD NE 12TH ST 0.4
MI
TURN RIGHT ONTO BELLEVUE REDMOND RD/IBEL RED RD
0.1 MI
CONTINUE ONTO NE 8TH ST 0.4 MI
SLIGHT RIGHT ONTO THE 1-405 S RAMP 0.2 MI
KEEP LEFT AT THE FORK 0.1 MI
CONTINUE STRAIGHT 0.5 MI
MERGE ONTO 1-405 S 13.2 MI
TAKE THE EXIT ONTO 1-5 S TOWARD PORTLAND 10.6 MI
TAKE EXIT 143 FOR S 320TH ST TOWARD FEDERAL WAY
0.3 MI
TURN RIGHT ONTO S 320TH ST 0.2 MI
TURN LEFT ONTO 23RD AVENUE SOUTH 0.2 MI
CONTINUE ONTO S 324TH ST; ACCESS ROAD WILL BE ON
THE LEFT
APPROVAL DATE
SIGNATURE
CLEARWIRE:
LANDLORD:
CONST:
S/A:
R. F.:
ZONING:
A& E:
B.H..
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT
TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
( R)
DRAWING INDEX
SHEET
ICONTENTS
T-1
TITLE SHEET
G-1
GENERAL NOTES
A-1
SITE PLAN
A-2
ENLARGED SITE PLAN
A-3
EXISTING & PROPOSED ANTENNA
LAYOUTS
A-4
EXISTING NORTH ELEVATION
A-4
PROPOSED NORTH ELEVATION
A-6
CONSTRUCTION DETAILS
RF-1
RF INFORMATION AND DETAILS
RF-2
SWEEP TEST
E-1
GROUNDING SCHEMATIC
E-2
GROUNDING DETAILS
E-3
ELECTRICAL DETAILS
S-1
STRUCTURAL NOTES & DETAILS
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.
ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
LEGAL DESCRIPTION
IE 290 FT OF N 1 /2 OF N 1 /2 OF SW 1 /4 OF NW 1 /4
SUBJ TRANS LN ESMT
NOTES
1. (2) RUNS OF 1 /2" COAX WITH NEW 3" O CONDUIT TO
BE INSTALLED ON EXTERIOR OF THE EXISTING WATER
TANK ALONG EXISTING RUNS.
ABBREVIATIONS
A/C
AIR CONDITIONING
HORZ
HORIZONTAL
PLYWD
PLYWOOD
AGL
ABOVE GROUND LEVEL
HR
HOUR
PROJ
PROJECT
APPROX
APPROXIMATELY
HT
HEIGHT
PROP
PROPERTY
HVAC
HEATING
PT
PRESSURE TREATED
BLDG
BUILDING
VENTILATION
BLK
BLOCKING
AIR CONDITIONING
REQ
REQUIRED
RM
ROOM
CLG
CEILING
ID
INSIDE DIAMETER
RO
ROUGH OPENING
CLR
CLEAR
IN
INCH
CONC
CONCRETE
INFO
INFORMATION
SHT
SHEET
CONST
CONSTRUCTION
INSUL
INSULATION
SIM
SIMILAR
CONT
CONTINUOUS
INT
INTERIOR
SPEC
SPECIFICATION
IBC
INTERNATIONAL
SF
SQUARE FOOT
DBL
DOUBLE
BUILDING CODE
SS
STAINLESS STEEL
DIA
DIAMETER
STL
STEEL
DIAG
DIAGONAL
LBS
POUNDS
STRUCT
STRUCTURAL
DN
DOWN
STD
STUD
DET
DETAIL
MAX
MAXIMUM
SUSP
SUSPENDED
DWG
DRAWING
MECH
MECHANICAL
MTL
METAL
THRU
THROUGH
EA
EACH
MFR
MANUFACTURE
TNNG
TINNED
ELEV
ELEVATION
MGR
MANAGER
TYP
TYPICAL
ELEC
ELECTRICAL
MIN
MINIMUM
EQ
EQUAL
MISC
MISCELLANEOUS
UNO
UNLESS NOTED OTHERWISE
EQUIP
EQUIPMENT
EXT
EXTERIOR
NA
NOT APPLICABLE
VERT
VERTICAL
NIC
NOT IN CONTRACT
VIF
VERIFY IN FIELD
FIN
FINISH
NTS
NOT TO SCALE
FLUOR
FLOURESCENT
W/
WITH
FLR
FLOOR
OC
ON CENTER
W/O
WITHOUT
i.d_
FT
FOOT
OD
OUTSIDE DIAMETER
WP
WATER PROOF
GA
GAUGE
APR 0 9 202
GALV
GALVANIZED
GC
GENERAL CONTRACTOR
CITY OF FEDERAL. WAY
GRND
GROUND
ODS
GYP BD
GYPSUM WALL BOARD
clear w*re'
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
--882REGISTERED
ARCHITE T
% ICHARD B. ALL
STATE OF VITAS INGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
N
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W
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o
LL-
REVISIONS
NO.
I DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
Ht INi-UKMAI IUN UUI\I IAII\ItU IN I r lI) Jt I Ur I.UINJ I RUI. i IVI\T UUUUIVIGIN I J Iz) rRUrRIT=IHR T DT INHI URC. MIN T UJC UR UIJULUJURL U I FICf\ I flP1114 111l11 YYI HUI I I\LLnI LJ I U Vn1\I \ILI\ JLI\VIULJ IJ 131 f\Iu I LI rf\UfIIDI1 CU.
GENERAL NOTES:
1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH
THE "INTERNATIONAL BUILDING CODE 2009" AND CITY
CODE, SHALL MEET OR EXCEED THE STRICTER OF
APPLICABLE COUNTY CODES AND REGULATIONS, LATEST
EDITIONS.
2. ANTENNAS, CABINETS AND COAXIAL CABLE SHALL BE
PROVIDED BY CLIENT. CONTRACTOR SHALL
COORDINATE SCHEDULE OF DELIVERY TO AVOID DELAYS.
3. DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AREAS, AND
PROPERTY OF OTHERS, DISTURBED DURING
CONSTRUCTION, SHALL BE RETURNED TO THE ORIGINAL
CONDITION AT THE COMPLETION OF WORK.
4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER,
TELEPHONE UTILITIES, AND THE CONSTRUCTION
MANAGER TO CONFIRM THE SOURCE OF SERVICE PRIOR
TO INSTALLATION OF CONDUITS.
5. NOT USED.
6. NOT USED.
7. ALL WORK SHALL BE DONE SATISFACTORY IN A
PROFESSIONAL WORKMANLIKE MANNER, SUBJECT TO
INSPECTION DURING THE CONSTRUCTION AND FINAL
APPROVAL BY THE CONSTRUCTION MANAGER.
8. ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR
ALTERATIONS FROM THE PLANS AND/OR SPECIFICATIONS
SHALL BE APPROVED BY THE CONSTRUCTION MANAGER.
9. COLOR SELECTION SHALL BE COORDINATED WITH
CONSTRUCTION MANAGER.
10. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS,
DIMENSIONS, AND BRING DISCREPANCIES TO THE
ATTENTION OF THE CONSTRUCTION MANAGER.
11. NOT USED.
12. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS
FOR THIS PROJECT FROM ALL APPLICABLE
GOVERNMENT AGENCIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR ABIDING BY ALL THE CONDITIONS
AND REQUIREMENTS OF THE PERMITS.
13. NOT USED.
14. CONTRACTOR SHALL VISIT THE PROJECT SITE TO VIEW ALL
CONDITIONS PRIOR TO SUBMITTING BID. ANY CHANGES
DURING CONSTRUCTION VISUALLY ASCERTAINABLE PRIOR
TO SUBMITTING BID, CANNOT BE THE BASIS FOR A
CHANGE ORDER.
15. COAT ALL SURFACES WITH NO-OX WHERE DISSIMILAR
METALS CONTACT.
16. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY
COAX REELS FROM THE SITE UPON COMPLETION OF
THE PROJECT.
p Qn KI nTF_C
REINFORCED CONCRETE:
R-1. NOT USED.
R-2. PREPARATION, TESTING, AND PLACING OF CONCRETE
AND REINFORCEMENT SHALL BE PER ACI-318
BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE, LATEST EDITION.
R-3. NOT USED.
R-4. NOT USED.
DESIGN:
D-1. DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL
BUILDING CODE 2009.
D-2. EQUIPMENT CABINET LOADING PER CLEARWIRE
STANDARD EQUIPMENT.
D-3. DESIGN LOADS: WASHINGTON STATE
SEE STRUCTURAL CALCULATIONS.
STRUCTURAL STEEL:
S-1. DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL
IN ACCORDANCE WITH AISC, SPECIFICATION FOR
DESIGN, FABRICATION AND ERECTION OF
STRUCTURE STEEL FOR BUILDINGS.
S-2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE
AISC SPECIFICATION FOR STRUCTURAL STEEL FOR
BUILDINGS - ALLOWABLE STRESS DESIGN AND
PLASTIC DESIGN, 9th EDITION.
S-3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH ASTM
A53. TYPE E OR S, GRADE B, Fy = 36KS1.
ALL WIDE FLANGE SHAPES SHALL BE ASTM A992.
GRADE 50. ALL STRUCTURAL SHAPES AND PLATE
SHALL COMPLY WITH ASTM A36.
S-4. WELDING: ALL WELDING IS TO BE DONE BY
PRE -QUALIFIED WELDERS HOLDING CURRENT
CERTIFICATE FROM A RECOGNIZED TESTING
LABORATORY. ALL WELDS SHALL BE 3/16"
MINIMUM FILLET WELDS U.O.N. ELECTRODES SHALL
BE E70XX.
S-5. THERE SHALL BE NO FIELD WELDING.
S-6. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE
NON -EXPANSIVE, NONMETALLIC GROUT WITH A
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
5,000 PSI WHEN TESTED IN ACCORDANCE WITH
ASTM CODE C109. FORMS SHALL BE PLACED
AROUND BASE PLATE AND THE STRUCTURAL
GROUT SHALL BE POURED. NO DRY -DAMP
PACKING.
S-7. ANCHOR BOLTS AND ALL -THREAD RODS SHALL COMPLY
WITH ASTM A36, UNLESS OTHERWISE NOTED. ALL
OTHER BOLTS AND NUTS SHALL COMPLY WITH
ASTM A325. ALL BOLTS SHALL BE HOT -DIPPED
GALVANIZED.
S-8. ALL EXPOSED STEEL SHALL BE HOT -DIPPED
GALVANIZED AFTER FABRICATION PER ASTM A153
OR A123.
S-9. APPLY TWO COATS OF ZINC -RICH RUST-OLEUM #2185
PAINT TO ALL FIELD DRILLED HOLES AND CUTS.
GRID -GUARD EPDXY #5465 COATING SHALL BE
APPLIED TO ALL AREAS WHERE GALVANIZED
SURFACES NEED TO BE RECONDITIONED,
INCLUDING ALL WELD AREAS.
F-I F_rTQI(`AI KinTFQ-
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE
REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE
(NEC) AS WELL AS APPLICABLE STATE AND LOCAL
CODES.
2. ALL ELECTRICAL ITEMS SHALL BE UL APPROVED OR LISTED
AND PROCURED PER SPECIFICATION REQUIREMENTS.
3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL
DESCRIBED BY DRAWINGS AND SPECIFICATIONS,
INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE,
OPERATING AND APPROVED ELECTRICAL SYSTEM.
4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND
IS RESPONSIBLE FOR OBTAINING SAID PERMITS, AND
COORDINATION OF INSPECTIONS.
5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHALL
RUN IN EMT OR SCHEDULE 40 PVC (AS PERMITTED BY
CODE).
6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND
EXPOSED TO WEATHER SHALL BE IN WATER TIGHT
GALVANIZED RIGID STEEL CONDUITS AND WHERE
REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR PVC
WHERE LOCAL CODES AND SITE CONDITIONS PERMIT.
7. ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW,
THWN, OR THIN INSULATION.
8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY
DEMARCATION POINT AND EXISTING METER SOCKET AS
LOCATED ON THIS DRAWING IN PVC, PROVIDE FULL
LENGTH PULL ROPE. COORDINATE INSTALLATION WITH
UTILITY COMPANY.
9. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY
DEMARCATION POINT AND EXISTING TELCO CABINET AND
CLEARWIRE CABINET AS INDICATED ON THIS DRAWING IN
PVC. PROVIDE FULL LENGTH PULL ROPE IN TELCO
CONDUIT.
10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R
ENCLOSURE.
11. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
APPLY FOR COMMERCIAL POWER IMMEDIATELY UPON
RECEIVING AWARD OF BID. THE GENERAL CONTRACTOR
IS REQUIRED TO KEEP ALL RECEIPTS FROM THE POWER
COMPANY ACKNOWLEDGING APPLICATION FOR POWER
AND THOROUGH DOCUMENTATION OF ANY DISCUSSIONS
WITH THE POWER COMPANY THEREAFTER. ALSO, THE
GENERAL CONTRACTOR SHALL RECEIVE IN WRITING FROM
THE POWER COMPANY AS TO WHEN THE ANTICIPATED
POWER CONNECTION WILL BE COMPLETE. IF
COMMERCIAL POWER IS NOT AVAILABLE BY THE "POWER
COMPLETE" DATE AS CALLED OUT IN THE
SPECIFICATIONS, A GENERATOR SHALL BE SUPPLIED AND
MAINTAINED BY THE GENERAL CONTRACTOR UNTIL
COMMERCIAL IS OBTAINED, ALL COSTS ASSOCIATED WITH
THE GENERATOR WILL BE MUTUALLY AGREED UPON
BETWEEN THE OWNER AND GENERAL CONTRACTOR, IN
THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO
TAKE THE NECESSARY MEASURES AS DESCRIBED HEREIN
TO SECURE POWER BY THE POWER COMPLETION DATE,
THEN ALL COSTS ASSOCIATED WITH THE GENERATOR
SHALL BE BORNE BY THE CONTRACTOR.
GROUNDING NOTES:
1. AN ANTIOXIDANT COMPOUND SHALL BE APPLIED TO ALL
EXTERIOR, ABOVE GRADE, MECHANIC, GROUND
CONNECTIONS.
2. CONTRACTOR SHALL SUPPLY ALL MATERIAL, LABOR, AND
EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS
INTENDED HEREIN UNLESS OTHERWISE NOTED.
3. ALL EXTERNAL GROUND CONDUCTORS SHALL BE #2
AWG, BARE, SOLID, TINNED COPPER UNLESS
OTHERWISE NOTED.
4. ALL GROUND CONNECTIONS SHALL BE MADE WITH
EXOTHERMIC WELD PROCESS UNLESS OTHERWISE
NOTED OR APPROVED. ALL CONNECTIONS SHALL BE
MADE AT DESIGNATED LOCATIONS ON THE
EQUIPMENT.
5. EXACT LOCATION OF GROUND RODS AND GROUND
CONNECTION POINTS SHALL BE DETERMINED IN THE
FIELD, ADJUST LOCATIONS AS REQUIRED TO KEEP
GROUND CONNECTIONS AS SHORT AS POSSIBLE (9"
MIN. BEND RADIUS AND 90 DEGREE MAX BEND
ANGLE). ALL BELOW GRADE GROUNDING SHALL BE
INSPECTED AND APPROVED BY CONSTRUCTION
MANAGER PRIOR TO BACKFILLING.
6. ALL GROUND COMPONENTS SHALL BE INSTALLED WITHIN
THE CONFINES OF THE FENCED AREA. ANY
METALLIC ITEMS WITHIN 6' OF THE GROUND RING
SHALL BE BONDED TO THE GROUND RING.
GROUNDING REQUIREMENT NOT SHOWN ON PLANS
ARE WAVEGUIDE HATCH COVER / PLATE, CABLE
TRAYS, SUPPORTS, SERVICE PANELS, DISCONNECT
SWITCHES, HVAC UNITS ETC. THESE ITEMS MUST BE
GROUNDED.
7. ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER
THAN 18" SHALL BE PROTECTED AND SUPPORTED
BY A 3/4" PVC SCHEDULE 80 CONDUIT SLEEVE
MOUNTED WITH CLIC-STRAP SUPPORTS FROM 6"
BELOW FINISHED GRADE TO 6" FROM FINAL
CONNECTION.
8. ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN,
PERPENDICULAR TO FINISHED GRADE, SUITABLE
PROTECTION SHALL BE PROVIDED ON END OF RODS
TO PREVENT MUSHROOMING WITH GROUND DURING
INSTALLATION.
9. GROUND CONDUCTORS SHALL NOT COME IN CONTACT
WITH THE SLAB OR TOWER EXCEPT AS DESIGNATED.
10. THE UTILITY NEUTRAL / GROUND BOND IS TO BE MADE
IN THE METER OR MAIN DISCONNECT SWITCH, NOT IN
ATS.
11. ALL EQUIPMENT SURFACES TO BE BONDED TO
GROUNDING SYSTEM SHALL BE STRIPPED OF ALL
PAINT AND DIRT, CONNECTIONS TO VARIOUS METALS
SHALL BE A TYPE AS TO NOT CAUSE A GALVANIC
OR CORROSIVE REACTION AREA SHALL BE REPAINTED
FOLLOWING BONDING.
c I ear v I
1475 120TH AVE NE
BELLEVUE, WA 98005
F=rS
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
118-2$ REGISTERED
A�tCHITECT
1, f
/R1CHAR1j, `HALL
ESTATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
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REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
G-1
FHE INFORMATION CONTAINED IN I H15 5E l OF UUN51 NUU I IUN UUUUMtIN 13 15 I`NUI-'Nlt I ANT bT INAI UKt. ANT U3t UPC U13ULU3UML U I r1r-M I NMIN MIA] IA] vvrlll rl Mr-L/11 C3 1 U UMMMILM 3CKVIUt3 IJ 3I KIU I LT t'KUHIM I tU.
EXISTING GRAVEL
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ANTENNA SETBACK ANTENNA SETBACK
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LEXISTING j
BUILDINGS ',rc
ADJACENT PARCEL
ZONING: BC (COMMUNITY
BUSINESS)
EXISTING
PARKIN
EXISTING CLEARWIRE EQUIPMENT CABINET
MOUNTED ON EXISTING PRE -CAST
CONCRETE PAD WITHIN EXISTING CLEARWIRE
FENCED 7'-0"x7'-6" LEASE AREA
CLEARWIRE PROPOSES TO ADD (1) 2'-0" MICROWAVE
DISH TO NORTH SIDE OF STEEL CATWALK PLATFORM
OF EXISTING 124'--0' AGL WATER TANK.
-ING FENCED
IY COMPOUND
LEGEND
- -
SUBJECT BOUNDARY LINE
- -
RIGHT-OF-WAY CENTERLINE
-
- RIGHT-OF-WAY LINE
ADJACENT BOUNDARY LINE
SECTIONAL BREAKDOWN LINE
❑HP
OVERHEAD POWER LINE
UGP
LIGP UGP
BURIED POWER LINE
BURIED GAS LINE
OHT
OHT OHT
OVERHEAD TELEPHONE LINE
UGT
UGT UGT
BURIED TELEPHONE LINE
w
w w w
BURIED WATER LINE
S
S S S
BURIED SANITARY SEWER
SD
SD SD
BURIED STORM DRAIN
DITCH LINE/FLOW LINE
ROCK RETAINING WALL
VEGETATION LINE
CHAIN LINK FENCE
❑
❑ -
WOOD FENCE
— x
x — x — x — x —
BARBED WIRE/WIRE FENCE
a
TRANSFORMER
-Q-- FIRE HYDRANT
LIGHT STANDARD
N GATE VALVE
IF
POWER VAULT
1E WATER METER
®
UTILITY BOX
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0
UTILITY POLE
❑ CATCH BASIN, TYPE I
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POLE GUY WIRE
(0) CATCH BASIN, TYPE II
0
GAS VALVE
n SIGN
--'-- ❑o
GAS METER
0 BOLLARD
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TELEPHONE VAULT
MAIL BOX
El
TELEPHONE RISER
234.21 SPOT ELEVATION
fir, —2 :t:wb fy.
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Z x r X Z
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S I x
w Y I SUBJECT PARCEL X
itDJACENT PARCEL
„' �.Y z ! ZONING: RM3600
x ZONING: BC (COMMUNITY _ (RESIDENTIAL
BUSINESS) ;,,.,k I,1.-v , �c� MULTI-FAMILTY) LEGAL DESCRIPTION
�Y, N" I v•' I E 290 FT OF N 1 2 OF N 1 2 OF SW 1 4
OF NW 1 /4 SUBJ TRANS LN ESMT
7 I VICINITY MAP
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North to be determined by
site survey (if possible).
0
24"x36" SCALE: 1" = 40'-0" SITE PLAN 1
1 1 "x 17" SCALE: 1 " = 80'-0" 40' 20' 0 40'
clear W
"I
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
8828 REGISTERED
/ ARCH C
00,
?rRICHARD B HALL "
STATE OF WMiNGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
N
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V ` = Q
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_ _l
f— Q
N LLJ
LLJ
� L"L
REVISIONS
N0.
DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
SITE PLAN
SHEET NUMBER
A-1
Ir1G IIVrUMIVIHIIUIN t�UINIMIINE_U HNI 1flIJ 0GI Ur ID rf\VI RILI/il\I UI IVnIVI\L. nIVI JLI\YI\.LJ IJ JII\I"IILI I- F\Q Fl I D I I E_ J.
EXISTING (2) 6'-0"
ACCESS GATES
EXISTING FENCED
UTILITY COMPOUND
—x— x— x— x— x— x —x —x —xZ
x—x—x—x—x—x--x—x—x—x
\ /
I
Lx
-x
-x
-X
-x
-x
-x
—
-x
—x
-x
-x
—x
-x
-x
EXISTING 124'-0"
AGL WATER TANK
PROPERTY LINE
1 1
w
EXISTING GRAVEL
ACCES DRIVE
EXISTING
UTILITY VAULT
EXISTING TELCO
DEMARC
EXISTING CLEARWIRE
I I I \ UTILITY H—FRAME --\
x-x-x—x—x x—x—x—x—x—x—x
EXISTING CLEARWIRE
POWER METER &
SERVICE DISCONNECT
x —x —x —x — —x —x —x —x —x —x/ —x —x —x d
V i; X
G T 11�'� — U GO
U69T--
EXISTING CLEARWIRE TECH ACCESS GATE
EXISTING CLEARWIRE EQUIPMENT CABINET
MOUNTED ON EXISTING PRE —CAST
CONCRETE PAD WITHIN EXISTING CLEARWIRE
FENCED 7'-0"x7'-6" LEASE AREA
-x f— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x —x —x —x
x
I
X
I
x-.I-xJ
PROPOSED (2) RUNS OF 1 /2" U.G.
COAX TO RUN WITHIN EXISTING CONDUIT
APPROXIMATE LOCATION EXISTING U.G.
COAX RUNS FROM CLEARWIRE CABINET TO
WATER TANK MOUNTED CONDUITS
1 7
PROPOSED 2'-0"0 MICROWAVE EXISTING CLEARWIRE PANEL s
ANTENNA MOUNTED TO ANTENNA AND ASSOCIATED
A-6 RF-1 2 n
EXISTING RAILING RRU MOUNTED TO EXISTING I SSJti �� 3
RAILING TO REMAIN
� I
EXISTING CLEARWIRE_
JUNCTION BOX
EXISTING WATER TANK
CAT WALK PLATFORM
EXISTING CAT WALK
PLATFORM RAILING
EXISTING CLEARWIRE PANEL
ANTENNA AND ASSOCIATED
RRU MOUNTED TO EXISTING
RAILING TO REMAIN
L/\IJIIIYV VL✓\I\1111\L i (IIYLL
ANTENNA AND ASSOCIATED
RRU MOUNTED TO EXISTING
RAILING TO REMAIN
EXISTING WATER
TANK ACCESS STAIR
. - —'"
.5 �Z
zs
s...
x'
Syr
Lx36" SCALE: 3/16" ENLARGED SITE PLAN
= 1'-0" � ��17" SCALE: 3/32" = 1'-0" 4' 2' 0" 4'
1
clear
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
828 REGISTERED
j' ARCHITE T
IC 0 B. _ LL
STATE OF WAS GTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
N
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REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
EXISTING & PROPOSED
EQUIPMENT & ANTENNA PLAN
SHEET NUMBER
A-2----
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NAI UKE. ANY U5E UK D15GLU5UKt U I HEK I HAN I HAI VVHIUH KELAI tJ I U UAKKILIN JtKVII tJ IJ J I NIU l LY rKUt1IIbI I EU.
NOTES:
1. (2) RUNS OF 1/2" COAX WITH NEW YO
CONDUIT TO BE INSTALLED ON EXTERIOR OF THE
EXISTING WATER TANK ALONG EXISTING RUNS.
1 7 PROPOSED CLEARWIRE 2'-0" 0
-6 RF-1 MICROWAVE ANTENNA MOUNTED
TO EXISTING RAILING —\
PROPOSED CLEARWIRE (2)
RUNS OF 1 /2" COAX WITHIN
NEW 3"0 CONDUIT TO RUN
ALONG EXISTING RUNS--,
EXISTING CLEARWIRE WATER
TANK MOUNTED CONDUITS -
EXISTING CLEARWIRE
JUNCTION BOX (BELOW)
EXISTING CAT WALK
PLATFORM RAILING -
EXISTING CLEARWIRE PANEL
ANTENNA AND ASSOCIATED
RRU MOUNTED TO EXISTING
RAILING TO REMAIN
G
R
S�G�y�G
a
O O
U
Ld EXISTING CLEARWIRE PANEL
ANTENNA AND ASSOCIATED
RRU MOUNTED TO EXISTING
RAILING TO REMAIN
EXISTING WATER
TANK ACCESS STAIR
EXISTING CLEARWIRE
NEMA BOX (BELOW)
EXISTING WATER TANK
CAT WALK PLATFORM
ANTENNA AND ASSOCIATED
RRU MOUNTED TO EXISTING
RAILING TO REMAIN
North to be determined by
site survey (if possible).
all
ANTENNA AND ASSOCIATED
RRU MOUNTED TO EXISTING
RAILING TO REMAIN
North to be determined by
site survey (if possible).
24"x36" SCALE: 1 /2" = 1'-0" PROPOSED ANTENNA LAYOUT 2 24"x36" SCALE: 1 /2" = 1'-0"
1 1 "x17" SCALE: 1 /4" = 1'-0" 2' 1' 0" 2' 1 1 "x17" SCALE: 1 /4" 1'-0" 2' 1' 0" 2' EXISTING ANTENNA LAYOUT 1
- TI IAT un of i i nrn (`ADDIED CUMIVIC-C IC CTDI('TI V DDnLAIDITEIF)
clear =sJ ;
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
REGISTERED
ARCHITECT
RICHARD B. HA L
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08120/13
N
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LLJ
C/') w
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REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
EXISTING & PROPOSED
ANTENNA PLAN
SHEET NUMBER
A-3
THE INFORMATION CONTAINED IN THIS SET OF CUN51 NUU I IUN UUUUMLIN 15 lb F NUrKlt IHKT bT INHI UKC. HIV T Ux Urt Ul3ULVJUfnL %J I I 11 - 11 - -- -- • • --- - -• •• -• • --
NOTES:
P'YICTINIr (`I FAPWIPF PANIP l
rvi�ri��n ni rAl'l\AII I"1r I'lA\Irl
24"x36" SCALE: 1 /8" = 1 '-0"
1 1 "x 17" SCALE: 1 / 16" = 1 ' - 0" 8' 6' 4' 2' 0" 8'
EXISTING NORTH ELEVATION 1
clear t�mtuff .�"��,"I
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
,8828_ REGISTERED
RCHITEC
i'RICHARD B. LL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
N
Q�
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REVISIONS
NO.
I DATE
DESCRIPTION
INITIAL
A
03/01/1
ISSUED PCD REVIEW
WJR
I
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
PROPOSED
NORTH ELEVATION
SHEET NUMBER
A-4
[HE INFORMAI ION CUN IAINLU IN I t11�) 5LI Ur CUUINJ I KUIU I IUIN UUUUMLN I J IJ I-'KUt-'KIL IAKT t:5T INFHI UKL. ANT UJL UK UIJI.LUJURC U I r r-M I MMN I IU11 vvnil.n fCLL/11 CJ iv U/-kr%RlCr\ JC NVIUC.3 13 J I IU I LT r muril0l I C.U.
ANTENNA CABLING:
1) ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY THE CONTRACTOR.
2) THE DESIGN IS BASED ON THE EMSS REPORT, SIGNED AND APPROVED BY ENGINEERING.
3) THE CONTRACTOR SHALL VERIFY THE ACTUAL LENGTHS OF CABLES BEFORE INSTALLATION.
4) ALL TIE WRAPS SHALL BE CUT FLUSH WITH THE APPROVED CUTTING TOOL FOR SAFETY AND PROTECTION.
5) THE ANTENNAS WILL BE FED BY RF CABLES WHICH MAY BE RUN OUTSIDE OR INSIDE THE TOWER DEPENDENT UPON SITE
CONDITIONS AND ENGINEERING DRAWINGS.
6) ALL SITE CABLING SHALL MAINTAIN MAXIMUM CABLE SEPARATION REQUIREMENTS AS TO THE TYPE OF CABLE AND
FUNCTION. THIS IS DONE TO PROTECT DAMAGE; AS WELL AS; TO PREVENT THE INDUCTION OF CURRENT INTO THE
CONDUCTORS FROM MAGNETIC LINES OF FLUX CREATED FROM POWER AND CURRENTS THROUGH THE CABLES.
7) CABLES SHALL BE PROTECTED FROM DAMAGE AND SHALL HAVE THE MINIMUM BEND RADIUS FOR THE SIZE AND
MANUFACTURER OF THAT CABLE. IN THIS CASE THE MINIMUM BEND RADIUS IS 100MM.
8) SLACK SHALL BE LEFT IN THE CABLES LEAVING THE EQUIPMENT TO THEIR TERMINATION POINTS. THIS IS DONE IN ORDER
TO PROVIDE STRESS RELIEF ON THE CABLES AND CONNECTIONS IN THE EVENT OF SEISMIC ACTIVITY.
9) ALL CABLES SHALL BE ROUTED AND INSTALLED IN A MANNER AS TO PROTECT THE CABLES FROM DAMAGE OF SHARP
EDGES OF HARDWARE AND WHERE CABLES ARE ROUTED DOWN THE TOWER.
10) CABLES SHALL BE SUPPORTED A MINIMUM OF EVERY THREE FEET EXCEPT FOR INSIDE MONOPOLES AND LATTICE TOWERS
WHERE CABLE AND CONNECTOR MANUFACTURERS RECOMMENDED FIBER SUPPORT ACCESSORIES SHALL BE USED IF REQUIRED.
11) CABLE BRIDGE SYSTEM SHALL BE USED AS AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA AND MICROWAVE
CABLES.
12) DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR
OUTDOOR CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE CABLE PORT.
ANTENNA CABLING NOTES6
24"x36" SCALE: NOT TO SCALE
NOTES:
THE FIBER OPTIC CABLE COMES PRE -MANUFACTURED WITH HUBER-SUHNER CONNECTORS INSTALLED ON EACH END. THE
AVAILABLE LENGTHS ARE 20M, 40M, 60M, 80M, 100M.
THE POWER CABLE COMES PRE -MANUFACTURED WITH AN AMPHENOL CONNECTOR FOR USE AT THE DAP HEAD END ONLY. THE
OTHER END OF THE CABLE IS BARE. THE AVAILABLE LENGTHS ARE 20M, 40M, 60M, 80M, 100M.
A UNIQUE COMBINED POWER & FIBER OPTIC CABLE (INTEGRATED CABLE 071903-1) HAS BEEN DEVELOPED TO MAKE RUNNING
CABLES EASIER AND MAY BE MADE AVAILABLE IN THE FUTURE. THE POWER CABLE IS LONGER THAN THE FIBER CABLE TO
PREVENT THE FIBER CABLE FROM BEING DAMAGED.
INSTALL THE POWER AND FIBER OPTIC CABLE FROM EACH DAP HEAD T4 THE EQUIPMENT CABINET ATTACH THE CABLE END TO
THE CONNECTORIZED POWER AND FIBER DAP HEAD CONNECTORS. EACH CABLE SHALL HAVE A SERVICE/DRIP LOOP AT EACH
END OF AT LEASE ONE FULL LOOP NOT SMALLER THAN 6" IN DIAMETER. EXTRA CABLE SHALL BE LOOPED AT THE EQUIPMENT
CABINET.
CABLE SHALL BE ROUTED FROM EACH DAP HEAD UNIT, ALONG THE ANTENNA MOUNT IN ULTRA -TIGHT NON-METALLIC / LIQUID
TIGHT / FLEXIBLE CONDUCT / SUB -DUCT STRUCTURE TO PROTECT THE CABLES FROM EACH INDIVIDUAL SECTOR.
INSTALL TWO 2" 0 FLEXIBLE CONDUITS. THE FIRST 2" CONDUIT IS USED TO RUN ALL FIBER_ AND POWER OPTIC CABLES. THE
SECOND 2" CONDUIT IS INSTALLED DURING THE INITIAL INSTALLATION BUT IS RESERVED FOR FUTURE GROWTH / USE. THEN
USE OF A KELLEM GRIP PROVIDES ACCEPTABLE CABLE SUPPORT
THE RF CABLES SHALL BE RUN SEPARATELY OUTSIDE OF THE FLEXIBLE CONDUIT OTHER CABLE RUNNING OPTIONS MAY BE
USED BASED ON SITE SPECIFIC REQUIREMENTS. THE INSTALLER SHOULD CONSULT WITH THE CLEARWIRE PROJECT MANAGER
WHO WILL WORK WITH THE TOWER OWNER TO DEVELOP AN APPROPRIATE METHOD PER SITE. FOR CASES WHERE PROTECTIVE
CONDUIT IS NOT INSTALLED, THE USE OF VALMONT MICROFLECT CUSHION HANGER OR APPROVED EQUAL IS RECOMMENDED AS
A WAY TO PREVENT DAMAGE TO THE FIBER OPTIC CABLES.
CUSHION I
ASSEMBLY
SNAP IN h
4 FIBER CDC PLUG
HUBER-SUHNER
84024249
AMPHENOL
AL06F13-71 S
4 FIBER ODC PLUG
HUBER-SUHNER
84024249
4 FIBER ODC PLUG
HUBER-SUHNER
84024249
THIS END NO
CONNECTOR
4 FIBER ODC PLUG
HUBER-SUHNER
84024249
AMPHENOL THIS END NO
0 AL06F13-71 S CONNECTOR
0
8" 0 SCREW
16" 0 HOLE FOR
8"0 HARDWARE
4" 0 HOLE
RRU UNIT COAX[-3
24"x36" SCALE: NOT TO SCALE
11 "x17" SCALE: NOT TO SCALE
NOT USED5
24"x36" SCALE: NOT TO SCALE
11"x17" SCALE: NOT TO SCALE
NOT USED
24"x36" SCALE: NOT TO SCALE 2,
1 1 %17" SCALE: NOT TO SCALE
NOT USED4
24"x36" SCALE: NOT TO SCALE
11 "x17" SCALE: NOT TO SCAT F
MOUNTING PIPE PER STRUCTURAL
PROPOSED CLEARWIRE
2'-0" 0 MICROWAVE DISH
MICROWAVE MOUNTING
HARDWARE BY DISH MANUFACTURER
EXISTING 1-1/2" CAT WALK
RAILING (FIELD VERIFY)
EXISTING CENTER RAILING
ANGLE (FIELD VERIFY)
CONNECTION OF PIPE MAST TO
EXISTING RAILING PER STRUCTURAL
MOUNTING DETAIL
240'x36" SCALE: 1" = 1'-011 1
1 1 %17" SCALE: 1 2" = 1'-0"
clear .,;
1475 120TH AVE NE
BELLEVUE, WA 98005
rMIIillillillillillif
r�
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
REGISTERED
RCHITECT
RICHARD B:-HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
N
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(� }-
= J
I— Q
d-
N Li
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REVISIONS
DATE
DESCRIPTION
INITIAL
rB
03/01/12
ISSUED PCD REVIEW
WJR
03/09/121
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
CONSTRUCTION DETAILS
SHEET NUMBER
A-6
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMEN I �; IS PROPRIETARY BY NAI UKt. ANY USt UK UR)ULUJUKt U I HLN I Y1AN I hAl VVNIUH NLLAI tJ I U UANKILM JttCVII tJ IJ J I KIU I LT rKUt-iIbI I tU.
24.0"
NOT USED[—,,
24"x36" SCALE: NOT TO SCALE
11 %17" SCALE: NOT TO SCALE
NOT USED[-7
24"x36" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE
SIGNS AND PLACEMENT:
1. LOW LEVEL BLUE NOTICE SIGNS — PLACE AT SITE ENTRY / ACCESS
POINTS ONLY.
— ROOFTOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE ON
ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR BUILDING
TENANTS ON A REGULAR BASIS FOR ACCESS — IN THESE CASES CONSULT
CONSTRUCTION MANAGER.
— WATER TANKS: PLACE SIGNS ON COMPOUND GATE.
— NETWORK CARRIER OWNED SITES: PLACE ONE SIGN ON COMPOUND
GATE; ALL SIGNS SHALL BE SECURED WITH EITHER STAINLESS STEEL ZIP
TIES OR STAINLESS TECH SCREWS.
2. CONSTRUCTION COORDINATOR PARTICIPATION IN SIGN LOCATION:
NETWORK CARRIER CONSTRUCTION MANAGER SHALL MEET WITH ALL
CONSTRUCTION COORDINATOR'S TO OUTLINE CRITERIA FOR SIGN PLACEMENT.
EMPHASIS SHALL BE PLACED ON "CHALLENGING" SITES, WHERE THE
NETWORK CARRIER CONSTRUCTION MANAGERS SHALL GIVE CONSTRUCTION
COORDINATOR'S AS MUCH GUIDANCE ON EACH SPECIFIC SITUATION AS
POSSIBLE, HOWEVER, CONSTRUCTION COORDINATOR'S SHALL BE
ENCOURAGED TO PARTNER WITH NETWORK CARRIER CONSTRUCTION MANAGER
IN DECIDING PLACEMENT PERTAINING TO CHALLENGING SITES. A SITE VISIT
MAY BE REQUIRED TO FULFILL REQUIREMENTS. CONSTRUCTION COORDINATOR
SHALL IDENTIFY ALL SIGN LOCATIONS AT THE A&E WALK. PLEASE SEE SIGN
DETAIL AND SIZE.
3. SIGN DISBURSEMENT FROM WAREHOUSE:
SIGN INVENTORY SHALL BE ACCESSIBLE AT NETWORK CARRIER WAREHOUSE
TO BE DISBURSED AS PART OF THE GENERAL CONTRACTOR BOM AS CALLED
OUT IN A&E DRAWINGS FOR EACH SITE.
91
NOTICE
Beyond this point you are entering an area
where RF Emissions may exceed the FCC
General Population Exposure Limits
Follow all posted signs and site guidelines
for working in an RF environment
NOTICE SIGNAGE
24"x36" SCALE: NOT TO SCALE
1 1 %17" SCALE: NOT TO SCALE
I I\ I r A I T R11 1 A--
0
I
3
NOT USED
24"x36" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE
to NOT USED
24"x36" SCALE: NOT TO SCALE 9
11"x17" SCALE: NOT TO SCALE
NOT USED[-6
24"x36" SCALE: NOT TO SCALE
1 1 %17" SCALE: NOT TO SCALE
CLEARWIRE ANTENNA INFORMATION
SECTOR
ANTENNA
BAND #
AZIMUTH
MODEL
QTY.
DOWNTILT
RAD CENTER
FT. AG
COAX
LENGTH (f)
B
BLUE
3
TBD
—
1
0
121'-0"
160'-0"
GPS ANTENNA LOCATION OPTIONS: (1) EQUIPMENT CABINET; (2) ANTENNA MAST; (3) H—FRAME; FIELD VERIFY
LABEL MARKING SHALL BE PLACED AT:
1. WITHIN 12" OF CABLE AT BOTH ENDS
2. AT/NEAR TOWER MGB
3. PRIOR TO ENTRY INTO THE CABINET FOR A CABLE SUPPORT BRIDGE
*COORDINATE BACKHAUL INSTALLATION WITH FINAL ENGS
A AI\/ 1 - l\rl AK I TI IAT 1A1111 /\11 Ml l A- Tr\ /'\Annl rn [^rn\/1n IP -- r\TI \/ t1n/'\I I
ANTENNA SCHEDULE
24"x36" SCALE: NOT TO SCALE
1 1 %17" SCALE: NOT TO SCALE
z
NOT USED5
24"x36" SCALE: NOT TO SCALE
11"x17" SCALE: NOT TO SCALE
NOT USED (u"�
24"x36 SCALE: NOT TO SCALE IV
1 1 "x17" SCALE: NOT TO SCALE
NOT USED
24"x36" SCALE: NOT TO SCALE 4
1 1 "x17" SCALE: NOT TO SCALE
NOT USED
24%36" SCALE: NOT TO SCALE 1
1 1 %17" SCALE: NOT TO SCALE
clear w*re'I
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
REGISTPILLI
RCHI
s
j RICHARI..I.
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
v �
N
Q�
=Q
= J
~ Q
N LJ
� LL
REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
RF INFORMATION AND DETAILS
SHEET NUMBER
IML INt-UKM/Al IUIN UUIN I/i11VGU IIV 1r"I IJ JCI Ur UUIVJII\VUIIV IV VUV UIVI LL I� 1J f I\UrI\IL lrll\I UI 1VrlI Vl\L. rll`II VJL VI\ VIJVLU 1\L VII ILI\ II Irl1 II I— TV I IIV11 1\LI ILJ 1V vi\I \I \I"I\ \v — 1J JII\1\ ILl i 1\UIIIUIILV.
EQUIPMENT SPECIFICATIONS:
1) BINOCULARS OR SPOTTING SCOPE, COMPASS, TELESCOPIC ANTENNA POINTING DEVICE, SURVEYOR'S MAP, INCLINOMETER
AND DECLINATION INFORMATION FROM MAGNETIC NORTH.
2) TRANSMISSION LINE TEST EQUIPMENT; MAY BE EITHER OF THE FOLLOWING TEST EQUIPMENT SUITES BUT MUST MATE WITH
BOTH N—TYPE AND DIN —TYPE CONNECTORS
3) PRECISION N—TYPE TERMINATIONS FOR TEST EQUIPMENT CALIBRATION
A) MATCHED LOAD (50 OHM TERMINATION AT PCS/ESMR FREQUENCIES)
B) SHORT LOAD
C) OPEN LOAD
4) PLOTTER/PRINTER OR LAPTOP PC WITH CABLING
5) PRECISION DIN —TYPE TERMINATIONS FOR SWEEP TESTS
A) 7/16 DIN PRECISION SHORT TERMINATION
B) 7/16 DIN PRECISION OPEN TERMINATION
C) 7/16 DIN PRECISION MATCHED LOAD TERMINATION
6) N TYPE PRECISION SHORT TERMINATION (AT GPS FREQUENCIES)
7) TORQUE WRENCH WITH INCREMENTS DOWN TO 5 IN—LBS (NOTE: WHEN USING THE ANRITSU SITE MASTER YOU MUST
BEWARE OF WHAT YOU HAVE THE SITE MASTER MODE SET—UP TO MEASURE. IF THE SITE MASTER MODE IS SET—UP TO
MEASURE RETURN LOSS YOU MUST DIVIDE THE PEAK AND VALLEY MEASUREMENTS BY (4) TO GET THE CORRECT INSERTION
LOSS. IF THE SITE MASTER MODE IS SET—UP TO MEASURE CABLE LOSS YOU MUST DIVIDE THE PEAK AND VALLEY
MEASUREMENTS BY (2) TO GET THE CORRECT INSERTION LOSS.
THE MATHEMATICAL MODEL FOR RL OF EACH CABLE ASSEMBLY (JUMPER, OR MAIN LINE) IS PROVIDED BELOW:
1) CONVERT ALL COMPONENTS VSWR'S TO REFLECTION COEFFICIENT:\
REFF COEFF = (VSWR-1)/(VSWR+1)
2) CALCULATE FEEDER ATTENUATION FACTOR:
ATT FACTOR = EXP(—(ATTENUATION (DB/10OFT)*LENGTH (FT)/434.3)
3) COLLECT CONTRIBUTING REFLECTIONS AT BOTTOM OF SYSTEM
4) MULTIPLY REFLECTION COEFFICIENTS OF TOP COMPONENTS BY ATTENUATION FACTOR FROM STEP 2
5) REFLECTION COEFFICIENTS OF BOTTOM COMPONENTS ARE UNCHANGED
6) DETERMINE RSS (ROOT SUM OF THE SQUARES) OF REFLECTIONS FROM STEP 3
RFF = (REF1—2+REF2-2+REF3-2+.....)—.5
7) CALCULATE EXPECTED SYSTEM VSWR AND RETURN LOSS:
VSWR = (1+RFF)/(1—RFF) RET LOSS = —20*LOG 10(RSS)
TEST EQUIPMENT SUITES
OPTION A
OPTION B
WILTRON SITEMASTER S331 CABLE AND
ANTENNA ANALYZER OR EQUIVALENT EQUIPMENT
SPE TRUM ANALYZER WITH PLOT STORAGE CAPABILITY
(80OMHz-2.1 GHz RANGE) OR APPROVED EQUAL
SPECTRUM ANALYZER (FOR PORT —TO —PORT TESTING)
SIGNAL GENERATOR (80OMHz-2.1 GHz RANGE)
SIGNAL GENERATOR (FOR PORT —TO —PORT TESTING)
DIRECTIONAL COUPLER (40 dB DIRECTIVITY OR BETTER)
EITHER FFT CAPABILITY FOR THE
SPECTRUM ANALYZER OR TDR EQUIPMENT
PRELIMINARY VISUAL INSPECTION
PRIOR TO TRANSMISSION LINE TESTING, A VISUAL INSPECTION IS TO E3E PERFORMED TO VERIFY THAT THE CELL SITE IS
PROPERLY CONFIGURED AND READY FOR SWEEP TESTING. THIS INSPECTION VERIFIES THAT PROPER TRANSMISSION LINE
CABLES ARE INSTALLED, THAT ALL JUMPERS HAVE BEEN CONNECTED, AND THAT THE CABLES HAVE NO NOTICEABLE
STRUCTURAL PROBLEMS.
TEST PREPARATION
VERIFY THAT ALL TEST PERSONNEL AND EQUIPMENT ARE PRESENT, INCLUDING TOWER CREW FOR ANTENNA MAST ACCESS.
TESTING SEQUENCE
1) VERIFY THAT THE
CORRECT BOTTOM JUMPER IS PRESENT (IF APPLICABLE) AND OF THE PROPER LENGTH AND NOTE IN
THE CHECK OFF SHEET
2) VERIFY THAT THE
CORRECT TOP JUMPER IS PRESENT (IF APPLICABLE) AND OF THE PROPER LENGTH AND NOTE IN THE
CHECK —OFF SHEET.
3) VISUALLY CHECK
FOR ANY EXCESSIVE JUMPER STRESS CAUSED BY THE BEND RADIUS AT EITHER TOP OR BOTTOM
JUMPER, AND NOTE
ANY PROBLEMS IN THE CHECK —OFF SHEET.
4) VERIFY THAT THE
CORRECT ANTENNA(S) ARE INSTALLED FOR EACH SECTOR.
5) VISUALLY VERIFY
THAT CONNECTIONS BETWEEN JUMPERS AND MAIN FEED LINE ARE MATED.
6) VISUALLY CHECK
FOR DENTS, KINKS, OR OTHER OBVIOUS STRUCTURAL PROBLEMS WITH THE FEED —LINE OR JUMPERS.
EXIT CRITERIA
VERIFY THAT THE CABLE AND ANTENNA ARE PROPERTY INSTALLED AND FREE FROM ANY OBVIOUS DEFECTS.
FEED LINE INSERTION LOSS TEST:
TEST
THE INSERTION LOSS VALUES ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY RANGE (TO AVOID
RE —CALIBRATION FOR DISTANCE —TO —FAULT TEST).
TEST PREPARATION
1) INSTALL A 7/16 DIN SHORTED LOAD INTO THE CONNECTOR AT THE ANTENNA END OF THE TRANSMISSION FEED LINE TOP
JUMPER.
2) VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE SHORTED LOAD MATCHES THE MANUFACTURER'S
RECOMMENDATIONS.
3) SET THE TEST EQUIPMENT TO SWEEP THE FREQUENCY RANGE IN USE IN YOUR MARKET.
4) IF THE FIELD ENGINEER PREFERS, THE TOWER GROUNDING AND THE FEED —LINE GROUNDING CAN BE DONE AT THIS
POINT. THIS STEP IS THE FIELD ENGINEER'S PREROGATIVE.
5) SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT
6) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT.
7) VERIFY THAT THE DISPLAY WILL SHOW INSERTION LOSS (CALLED CABLE LOSS ON THE SITE MASTER); OR MEASURE
RETURN LOSS THEN DIVIDE BY 2.
8) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING.
(SEE MANUFACTURER'S RECOMMENDATION)
9) PERFORM SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION LINES.
EXIT CRITERIA
ALL TRANSMISSION LINES IN ALL SECTORS HAVE INSERTION LOSS LESS THAN OR EQUAL TO THE MAXIMUM ALLOWABLE
THRESHOLD.
BOTTOM JUMPER:
MAIN FEEDLINE:
TOP JUMPER:
CABLE ATTEN.
(dB/FT)
X
X
X
# CONNECTOR
PAIRS
CABLE LENGTH
(FT)
INSERTION LOSS
(dB)
ATTEN. PER INSERTION LOSS
PAIR (dB) (dB)
X 0.14 =
BOTTOM JUMPER MAIN FEEDLINE TOP JUMPER
LOSS (dB) LOSS (dB) LOSS (dB)
IN
IF TOP AND BOTTOM JUMPERS ARE NOT APPLICABLE TO YOUR
CABLE CONFIGURATION, ENTER (0) LOSS FOR THESE
CONNECTOR MAX. INSERTION
LOSS (dB) LOSS (dB)
FEED LINE DISTANCE —TO —FAULT TEST:
ANY DISCONTINUITY (CONNECTOR CONTACT, KINKED CABLE, DAMAGED CABLE, OR OTHER ANOMALY) IN A TRANSMISSION CABLE
RESULTS IN THE REFLECTION OF SOME OF THE TRANSMITTED POWER. THIS REFLECTION IS A LOSS OF THE INTENDED TRANSMIT
POWER AND IS CALLED "THE RETURN LOSS" BY MEASURING THE TIME REQUIRED FOR THE SIGNAL TO TRAVEL TO THE POINT OF
ANOMALY AND BACK, ONE CAN DETERMINE THE ANOMALY'S DISTANCE FROM THE POINT OF ORIGINATION OF THE SIGNAL.
THE RETURN LOSS VALUES OF THE FEED LINE COMPONENTS ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED
FREQUENCY BAND. THIS TEST USES DISTANCE TO FAULT MEASUREMENTS TO DETERMINE THE RETURN LOSS ASSOCIATED WITH
EACH CONNECTOR PAIR AND CABLE COMPONENT OF THE TRANSMISSION FEED LINE. THESE VALUES SHOULD BE REFERENCED TO
THE THRESHOLD VALUES LISTED BLOW. IF THE VALUE OF THE RETURN LOSS DOES NOT MEET THIS VALUE, THEN THE
APPLICABLE ANTENNA TRANSMISSION LINE SYSTEM FAILS. BY USING THIS TEST THE SUSPECT COMPONENT CAN BE LOCATED AND
CORRECTED. THE DTF MEASUREMENT CAN THEN BE REPEATED TO VERIFY ADHERENCE TO SPECIFICATIONS.
ENTRANCE CRITERIA
— PASSED PRELIMINARY VISUAL INSPECTION
— PASSED FEED LINE INSERTION LOSS TEST
TEST PREPARATION
1) INSTALL A 7/16 DIN 50—MATCHED LOAD INTO THE CONNECTOR AT THE ANTENNA END OF TRANSMISSION FEED LINE TOP
JUMPER
2) VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE MATCHED LOAD MATCHES THE MANUFACTURER'S
RECOMMENDATIONS
3) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE FOR THE ASSIGNED FREQUENCY BAND USED IN THE MARKET. ENSURE
THAT THE TRANSMITTED SWEEP FALLS WITHIN THE AUTHORIZED BAND FOR THE MARKET. FREQUENCIES USED ARE MHZ
OTHER FUTURE FREQUENCIES THAT REQUIRE SWEEPING ARE MHZ
4) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT
5) VERIFY THAT THE TEST EQUIPMENT IS CONFIGURED TO MEASURE DISTANCE TO FAULT
6) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING
TESTING SEQUENCE
NOTE MEASUREMENTS OF THE RETURN LOSS AND THE DISTANCE CORRESPONDING TO EACH CONNECTOR PAIR. ALSO NOTE THE
LOWEST RETURN LOSS VALUE AND CORRESPONDING DISTANCE FOR EACH CABLE (WHERE PRACTICAL; USUALLY CABLES >=6'—O"
IN LENGTH). IF THE MEASURED RETURN LOSS FOR ANY COMPONENT IS LESS THAN THE APPROPRIATE VALUE FROM THE TABLE
BELOW, THE TEST HAS FAILED. REPLACE ANY FAILED COMPONENTS AND RE —TEST THE TRANSMISSION LINE FROM THE BEGINNING
OF THE ATP. PERFORM THE SETUP AND MEASUREMENTS FOR ALL REMAINING LINES
EXIT CRITERIA
ALL TRANSMISSION LINE COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM
ALLOWABLE THRESHOLD.
MINIMUM COMPONENT RETURN LOSS VALUES
COMPONENT
RETURN LOSS (dBj
CONNECTORS
> 30
CABLE
> 45
11
THE RETURN LOSS VALUES OF THE ANTENNA SUBSYSTEM COMPONENT (NOT TO INCLUDE TRANSMISSION FEED LINE
CONTRIBUTIONS) ARE TO BE OBTAINED FOR THE COMPANY'S ASSIGNED FREQUENCIES IN YOUR MARKET. THESE VALUES SHOULD
BE REFERENCED TO THE THRESHOLD VALUES CALCULATED FOR YOUR SPECIFIC ANTENNA. IF THE VALUE OF THE RETURN LOSS
IS LESS THAN THE THRESHOLD VALUE, THEN THE ANTENNA FAILS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE
REPEATING THIS TEST. THIS TEST MUST BE REPEATED FOR EACH CARRIER FREQUENCY IN USE AT THE SITE.
ENTRANCE CRITERIA
VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY REFERENCING THE ANTENNA SWEEP ANALYSIS FOR YOUR MARKET BY
CONTACTING RF ENGINEERING.
— PASSED PRELIMINARY VISUAL INSPECTION
— PASSED FEED LINE INSERTION LOSS TEST
— PASSED FEED LINE DISTANCE —TO —FAULT TEST
TEST PREPARATION — BTS RECEIVE FREQUENCY TEST
CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE
MANUFACTURER'S RECOMMENDATION)
SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION RECEIVE FREQUENCIES USED IN YOUR MARKET.
1) CALIBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S
INSTRUCTION. (CALIBRATE WITH AN OPEN, SHORT AND 50 OHM LOAD)
2) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS VALUES.
3) REMOVE THE CALIBRATION LOAD FROM THE TOP JUMPER CONNECTOR AND CONNECT THE ANTENNA TO THE FEED LINE TOP
JUMPER.
4) VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE ANTENNA MATCHES THE MANUFACTURER'S
RECOMMENDATIONS.
TEST EQUIPMENT CONNECTION
TESTING SEQUENCE — BTS RECEIVE FREQUENCY TESTS
TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE
MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED, THEN THE TEST HAS FAILED.
TEST PREPARATION — BTS TRANSMIT FREQUENCY TESTS
1) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT FREQUENCIES USED IN YOUR MARKET.
2) SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT.
3) CALIBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S
INSTRUCTIONS. (CALIBRATE WITH AN OPEN, SHORT, AND 50 OHM LOAD).
4) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS.
TESTING SEQUENCE — BTS TRANSMIT FREQUENCY TESTS
TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE IN THE
PROVIDED WORKSHEET IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED,
THEN THE TEST IS FAILED.
PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION LINES.
EXIT CRITERIA
ALL ANTENNAS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD.
TRANSMISSION SYSTEM RETURN LOSST
THE RETURN LOSS VALUE FOR THE AGGREGATE TRANSMISSION LINE AND ANTENNA SYSTEM (INCLUDING WEATHER PROOFING) IS
TO BE OBTAINED FOR BOTH THE BASE STATION TRANSMIT AND RECEIVE FREQUENCIES ASSIGNED AND CLEARED IN YOUR
MARKET. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUE. IF THE VALUE OF THE RETURN LOSS IS LESS
THAN THE DESIGNED VALUE, THEN THE SYSTEM FAILS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THE
ATP.
ENTRANCE CRITERIA
— VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY CONTACTING RF ENGINEERING
— PASSED PRELIMINARY VISUAL INSPECTION
— PASSED FEED LINE INSERTION LOSS TEST
— PASSED FEED LINE DISTANCE —TO —FAULT TEST
TEST PREPARATION — BTS RECEIVE FREQUENCY TESTS
1) VERIFY THAT ANTENNAS ARE CONNECTED TO THE APPROPRIATE FEED LINE AS DESIGNATED IN THE COLOR CODING SCHEME
(SEE CONSTRUCTION SPECIFICATIONS)
2) DETERMINE THE RETURN LOSS VALUE OF THE ANTENNA
3) VERIFY THE TORQUE/CRIMPER SETTING OF THE FEED LINE CONNECTOR, MATCHES THE MANUFACTURER'S RECOMMENDATIONS.
4) APPLY WEATHER PROOFING TO EACH ANTENNA/CONNECTOR INTERFACE. AVOID BLOCKING ANY WEEP HOLES ON THE ANTENNA.
5) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING.
(SEE MANUFACTURER'S RECOMMENDATION).
6) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION RECEIVE RF FREQUENCIES USED IN YOUR
MARKET.
7) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT.
8) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS.
THE SWEEP TESTS PROVIDE A MEANS OF DETERMINING THE CONDITION OF THE TRANSMISSION SYSTEM. IT IS IMPORTANT TO
MAINTAIN A VALUE OF RETURN LOSS THAT IS AS LOW AS POSSIBLE TO MAINTAIN THE SYSTEM INTEGRITY. IT IS ALSO VITALLY
IMPORTANT TO REALIZE THE PROPER TEST CONDITIONS WHEN ANALYZING THE SYSTEM. THE BEST RETURN LOSS FIGURES WILL
ALWAYS OCCUR WHEN THERE IS A 50 OHM LOAD PRESENT AT THE END OF THE TRANSMISSION LINE RATHER THAN AN
ANTENNA. IT IS ALSO IMPORTANT TO COMPARE SWEEP RESULTS USING THE SAME EXACT SETUP. THAT IS IF THE MEASUREMENT
WAS MADE WITH AN ANTENNA THE COMPARED RESULTS MUST BE MADE WITH THE SAME ANTENNA OR ONE WITH VERY SIMILAR
RETURN LOSS CHARACTERISTICS. IF THE RESULTS WERE OBTAINED WITH A 50 OHM LOAD THEY MUST BE COMPARED WITH A 50
OHM TERMINATION.
TESTING SEQUENCE — BTS RECEIVE FREQUENCY TESTS
TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE
MEASURED RETURN LOSS FOR THE TRANSMISSION SYSTEM IS LESS THAN THE THRESHOLD VALUE, THEN THE TEST HAS FAILED.
IF A FAILURE OCCURS, PERFORM A DISTANCE TO FAULT MEASUREMENT AND REPLACE THE SUSPECT COMPONENT. (NOTE: AT
THIS POINT, IF ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED, THE ANTENNA CONNECTION IS MOST LIKELY FAULTY). IF
REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANTENNA/ANTENNA CONNECTION RE —TEST THE TRANSMISSION LINE FROM THE
BEGINNING OF THE ATP.
TEST PREPARATION — BTS TRANSMIT FREQUENCY TESTS
— SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT RF FREQUENCIES USED IN YOUR
MARKET.
— SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT
— CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT
— VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS
— VERIFY RETURN LOSS VALUES
TESTING SEQUENCE — BTS TRANSMIT FREQUENCY TESTS
— TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE
MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE, THEN THE TEST HAS FAILED. IF A FAILURE
OCCURS, PERFORM A DISTANCE TO FAULT MEASUREMENT AND REPLACE THE SUSPECT COMPONENT. (NOTE: AT THIS POINT, IF
ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED, THE ANTENNA CONNECTION IS MOST LIKELY FAULTY). IF REPAIRS
INVOLVE COMPONENTS OTHER THAN THE ANTENNA/ANTENNA CONNECTION, RE —TEST THE TRANSMISSION LINE FROM THE
BEGINNING OF THE ATP
— PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION LINES
EXIT CRITERIA
ALL ANTENNAS AND COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE
THRESHOLD VALUE.
— PASSED PRELIMINARY VISUAL INSPECTION
— PASSED FEED LINE INSERTION LOSS TEST
— PASSED FEED LINE DISTANCE —TO —FAULT TEST
— PASSED ANTENNA SUBSYSTEM RETURN LOSS TEST
ENTRANCE CRITERIA
PASSED ALL ELECTRICAL TESTS.
TESTING SEQUENCE
1) VERIFY THAT THE RADOMES ON ALL ANTENNAS ARE SEALED AND DO NOT HAVE ANY CRACKS, INCLUDING GPS
2) CHECK THE ANTENNA MOUNTING
3) MEASURE ANTENNA ORIENTATION TO WITHIN 2 DEGREE RELATIVE TO MAGNETIC NORTH. MEASURE MECHANICAL DOWN —TILT TO
WITHIN 0.25 DEGREE FROM HORIZONTAL FOR EACH ANTENNA IN EACH SECTOR. RECORD DOWN —TILT AND ORIENTATION ON THE
VISUAL INSPECTION CHECK —OFF SHEET.
4) VERIFY THAT ANTENNA IS VERTICAL IN THE NON —TILT PLANE, I.E., NO SIDE TILT, (AZIMUTH PLANE IS HORIZONTAL) TO WITHIN
0.25 DEGREES AND RECORD AS PASS OR FAIL ON THE VISUAL INSPECTION CHECK —OFF SHEET.
5) VERIFY THE COAXIAL COLOR CODING MATCHES THE CORRECT ANTENNA AND SECTOR AND INDICATE AS PASS OR FAIL ON
THE VISUAL INSPECTION CHECK —OFF SHEET. (SEE CONSTRUCTION SPECIFICATION FOR ANTENNA CABLE COLOR CODING SCHEME).
6) VERIFY THAT APPROPRIATE TAGS ARE ATTACHED TO THE TOP AND BOTTOM OF THE FEED LINE SYSTEM AND INDICATE PASS
OR FAIL ON THE VISUAL INSPECTION CHECK —OFF SHEET.
7) VERIFY THAT CONNECTOR WEATHER PROOFING IS COMPLETE AND INDICATE ON THE VISUAL INSPECTION CHECK —OFF SHEET.
8) CAREFULLY CHECK ALL ANTENNA FEED LINES FOR DENTS AND KINKS AND OTHER ANOMALIES AND INDICATE OBSERVATIONS
ON THE VISUAL INSPECTION CHECK —OFF SHEET.
9) RECORD ALL INFORMATION IN THE SITE LOG BOOK AND THE SITE SPREADSHEET
EXIT CRITERIA
SUCCESSFUL COMPLETION OF THE ANTENNA SWEEPING ATP
CONNECTORS P/F
SECTOR #1
SECTOR #2
SECTOR #3
WEATHER PROOFING P/F
SECTOR #1 —
SECTOR #2 —
SECTOR #3—
WEATHER PR(
SECTOR #1
SECTOR #2
SECTOR #3
ANTENNA P/f
SECTOR #1
SECTOR #2
SECTOR #3
BTS, DAP,
RRU UNIT
COLOR CC
ANTENNA DOWN TILT AND ORIENTATION
SECTOR
ANTENNA
DOWN —TILT
ORIENTATION
SIDE TILT
SECTOR 1
TXO RXO
RX1
SECTOR 2
TXO RXO
RX1
SECTOR 3
TXO RXO
RX1
ER
(DING
mwe
STRAP
3ION LINE
COAX COLOR CODE P/F
SECTOR #1
SECTOR #2
SECTOR #3
COAX CABLE P/F
SECTOR #1
SECTOR #2
SECTOR #3
GROUNDING
SECTOR #1
SECTOR #2
SECTOR #3
c I e a r ww 11
._ "I
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
828 REGISTERED
` ARCHITECT
RICHARD B.. HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
V �
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REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
SWEEP TEST
SHEET NUMBER
RF-2
THE INFORMATION CONTAINED IN I HIS SEI OF UUN51 NUU 1 IUN UUUUMLIN 15 IS I'NU[-NILIANT dT NAI UNL. HINT UJt UN UIJI,LUJUMt. U I ntr< I nHly I n/•i1 vvr1jum r'CCLFii tJ I U VF��CfCICTC JCTCVII.GJ 13 J I RIU I LT rKUrlinl I tU.
GROUNDING KEYED NOTES:
EXISTING ANTENNA GROUND BUS BAR AT ANTENNA LEVEL OF TOWER WITH COAX
O GROUND KIT. SEE DETAIL 5/E-2 FOR GROUND BAR CONSTRUCTION, 9/E-2 FOR
GROUND WIRE CONNECTIONS, AND 2/E-2 FOR COAX GROUNDING.
O#6 AWG MICROWAVE ANTENNA GROUND TO ANTENNA GROUND BUS BAR (TYP). SEE
DETAIL 9/E-2.
O#2 AWG GROUND FROM EXISTING ANTENNA GROUND BUS BAR TO EXISTING TOWER
GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 9/E-2.
OGC TO VERIFY #2 AWG GROUND FROM TOWER GROUND BUS BAR TO EXISTING
GROUND RING (TYP OF (2) PLACES). SEE DETAIL 12/E-2.
ABBREVIATIONS
AWG AMERICAN WIRE GAUGE
ELECTRICAL SYMBOLS
GROUND BAR
BCW
BARE COPPER WIRE
DWG
DRAWING
®
GROUND ROD WITH ACCESS
EMT
ELECTRICAL METALLIC TUBING
CHEMICAL GROUND ROD
GEN
GENERATOR
GROUND ROD
IGR
INTERIOR GROUND RING (HALO)
u-
DISCONNECT SWITCH
IMC
INTERMEDIATE METALLIC CONDUIT
MGB
MASTER GROUND BAR
OM
METER
PCs
PERSONAL COMMUNICATION SYSTEM
CIRCUIT BREAKER
PTS
POWER TRANSFER SWITCH
PVC
RIGID (SCH. 40) POLYVINYL CHLORIDE CONDUIT
CADWELD TYPE CONNECTION
RGS
RIGID GALVANIZED STEEL
•
COMPRESSION TYPE CONNECTION
RWY
RACEWAY
GROUNDING WIRE
TYP
TYPICAL
1
REPRESENTS DETAIL NUMBER
—REFERENCE SHEET NUMBER
GROUNDING NOTES:
1. CONTRACTOR SHALL CAREFULLY REVIEW GROUNDING NOTES AND CONSULT WITH TOWER OWNER FOR SITE SPECIFIC
CONDITIONS IF THERE SHOULD BE ANY FURTHER CLARIFICATIONS NEEDED
2. CLEARWIRE GROUNDING LEADS COMING FROM BOTH ANTENNAS AND COAX GROUND KITS SHALL BE DIRECTED TO A
DEDICATED CLEARWIRE BUSS BARS AND SHALL BE LOCATED UP ON A GIVEN POLE OR TOWER NEAR THE BOTTOM OF
ANTENNAS BEING DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE AND / OR ANGLE
ADAPTERS (E.G. PIROD / VALMONT GROUNDING BUSS BAR PART NUMBER B2981 [CLEARWIRE CONSTRUCTION MANAGER
SHALL CONFIRM BUSS BAR PART PRIOR TO CONTRACTOR PURCHASE OF PART] BEING ANCHORED TO A MOUNTING BRACKET
KIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER B1852 OR EQUIVALENT [W/O
CHERRY INSULATORS]).
3. ANCHORING OF CLEARWIRE UPPER BUSS BAR SHALL NOT EMPLOY THE USE OF DRILLING, WELDING OR CUTTING INTO THE
EXISTING POLE OR TOWER (ALL NEW ATTACHMENT BRACKETS SHALL BE CLAMPED OR MECHANICALLY FASTENED TO POLE
OR TOWER).
4. CLEARWIRE ANTENNA AND COAX GROUND LEADS SHALL TERMINATE AT UPPER BUSS BAR W/O INSULATORS AT THE NEAR
ANTENNA LOCATION WITH LEADS NOT CONTINUING DOWN THE POLE SHAFT OF TOWER LEG (TOWER STRUCTURE SHALL
SERVE AS GROUNDING MEDIUM IN ORDER TO ENSURE THAT ALL EQUIPMENT ON THE TOWER IS ON THE SAME GROUND
POTENTIAL MAINTAINING ONE COMMON GROUND PLANE).
5. A SECOND CLEARWIRE BUSS BARS WITH STAND OFF INSULATORS (E.G. PIROD / VALMONT GROUNDING BUSS BAR PART
NUMBER B2981 [CLEARWIRE CONSTRUCTION MANAGER SHALL CONFIRM BUSS BAR PART PRIOR TO CONTRACTOR PURCHASE
OF PART BEING ANCHORED TO A ] MOUNTING BRACKET KIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED WITH
UNIVERSAL CLAMP NUMBER B1852 OR EQUIVALENT [WITH STANDOFF CHERRY INSULATORS]) SHALL BE ADDED AT THE BASE
OF THE TOWER TO CAPTURE ANY ADDITIONAL TOWER SURFACE LIGHTNING RESIDUAL SHEETING WITH A DEDICATED
CLEARWIRE GROUND LEAD BEING DIRECTED TO GROUND AND ATTACHED TO THE EXISTING TOWER GROUND RING (FINAL
LOCATION OF BOTTOM OF TOWER GROUND BUSS BAR SHALL BE APPROVED BY TOWER REPRESENTATIVE PRIOR TO
INSTALLATION).
6. CLEARWIRE GROUND LEAD FROM LOWER CLEARWIRE BUSS BAR SHALL BE NO. 2 OR 2/0 AWG WIRE AND SHALL ATTACHED
TO EXISTING POLE / TOWER GROUND RING WITH PARALLEL THRU WIRE MOLD (E.G. PIROD / VALMONT PART NUMBER
171791 OR EQUIVALENT).
7. CLEARWIRE GROUND LEADS MAY NOT BE ATTACHED TO EXISTING GROUND RINGS WITH ANY CONFIGURATION OTHER THAN
THE "PARALLEL THRU WIRE MOLD" WITH THE LEAD SWEEPING INTO THE GROUND RING IN THE CONFIGURATION SHOWN ON
THE GROUNDING PLAN.
8. CLEARWIRE GROUND LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS AN ESTABLISHED GROUND
BUSS BAR POSITIONED AT THE TOP OF A NONCONDUCTIVE POLE OR STRUCTURE (E.G. WOOD UTILITY POLES, PRE —CAST
CONCRETE POLES, BUILDINGS, FIBERGLASS STRUCTURES, ETC.) SHALL EMPLOY THE USE OF SEPARATE GROUND LEAD
CONDUCTORS RUNNING DOWN THE POLE OR STRUCTURE TO A BUSS BAR AT THE BASE OF THE POLE OR STRUCTURE
AND FURTHER RUNNING INTO AN EXISTING GROUND RING.
North to be determined by
site survey (if possible).
24"x36" SCALE: 1 " = 1 '-0"
11"x17" SCALE: 1/2" = 1'-0" V 6" 0" 1' SCHEMATIC GROUNDING PLAN
clear •�, r
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
r-88 REGISTERED
ARCHITEC
,,RICHARD _BfMALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08120/13
v J
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REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
GROUNDING SCHEMATIC
SHEET NUMBER
E-1
I HL INI-UKMAI IUIN UUIN UAIINLU IIN I MIZ) JLl Ur IJ r Purr ICl/1f\ I Di IV/11 VRL. /"11141 VI\1\ILI\ JLI\VII LJ IJ J I I\IV I LI 1\Vfliui l L.U.
#6 AWG FROM ANTENNA
CABLE GROUND KIT
GROUND BAR ON
WALL, ICE BRIDGE,
FLOOR OR ON
ANTENNA TOWER
O OO 0
000)
0000 O 00 0 O
0 0
*TWO HOLE LUG, OR EXOTHERMIC WELD TO
BE USED WITH #2 AWG BCW TO BUILDING
SERVICE GROUND OR GROUND RING
GROUND CONDUCTOR SHALL BE ELIMINATED
WHEN GROUND BAR IS ELECTRICALLY BONDED
TO METAL TOWER/MONOPOLE STRUCTURE
NOTE:
GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES
SHALL ONLY USE EXOTHERMIC WELDS.
NOT USED
24"x36" SCALE: NOT TO SCALE 12
1 1 "x17" SCALE: NOT TO SCALE
NOT USED
24"x36" SCALE: NOT TO SCALE 11
1 1 "x17" SCALE: NOT TO SCALE
NOT
24 x36 SCALE: NOT
1 1 "x17" SCALE: NOT
USED
TO SCALE
TO SCALE
to
GROUND WIRE INSTALLATION
24 x36 SCALE: NOT TO SCALE 9
1 1 "x17" SCALE: NOT TO SCALE
2
4 L! L',
7/16" ® 3/4" 0 0
2,� 0 0 0 0
0 0
0 0 0 0 0
0 Of 0 0
3 ®v 0 0 0 0 1
' 0 0
0
1"
NOTE:
1) COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO.
CAT. NO. B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMA
DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL
VARY BASED ON NUMBER OF GROUND CONNECTIONS)
2) INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR APPROVED EQUAL
3) 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO.
CAT. NO. 3015-8 OR APPROVED EQUAL
4) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO.
CAT NO. A-6056 OR APPROVED EQUAL
5) 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO.
CAT NO. 3012-1 OR APPROVED EQUAL
6) INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO
TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE
STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS.
NOT USED
24"x36" SCALE: NOT TO SCALE V
1 1 %17" SCALE: NOT TO SCALE
NOT USED7
24"x36" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE
NOT
24"x36" SCALE: NOT
1 1 "x17" SCALE: NOT
USED
TO SCALE
TO SCALE
6
TYPICAL GROUND BAR
24"x36" SCALE: NOT TO SCALE 5
1 1 x17" SCALE: NOT TO SCALE
TO ANTENNAS
(TYPICALLY)12" TO 24,
WEATHERPROOFING
04
120" MAX.
KIT (TYP)
RX2 TX1/RX1
COAX JUMPER GROUND KIT (TYP)
ANTENNA CABLE N o
(TYP)
TYPE TA
TYPE VN
TYPE NC
TYPE SS
WEATHERPROOFING KIT
(SEE NOTE 3)
CONNECTOR
WEATHERPROOFING
#6 AWG
CABLE GROUND KIT
KIT (TYP) SEE NOTE 2
ANTENNA GROUND BAR,
WITHOUT INSULATORS.
BONDED DIRECTLY TO TOP
OF MONOPOLE OR TOWER.
TYPE VV
TYPE VS
TYPE VB
TYPE PT
#6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED TO
GROUND BAR). SEE NOTE 1 & 2
ANTENNA CABLE
CABLE CONNECTOR
TO BTS EQUIPMENT (TYP)
F
b
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND
WIRE
Ow TO GROUND RING
TYPE GT
TYPE GY
TYPE GR
TYPE GL
DOWN TO GROUND BAR.
NOTES:
DO NOT INSTALL CABLE GROUND KIT AT A
BEND AND ALWAYS DIRECT GROUND WIRE
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER
BY CABLE MANUFACTURER.
AS SUPPLIED OR RECOMMENDED
DOWN TO ANTENNA GROUND BAR.
3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,
COLD SHRINK SHALL NOT BE USED.
WEATHER PROOFING SHALL BE TWO-PART
TAPE KIT. COLD SHRINK SHALL NOT BE USED.
GROUND
CABLE CONNECTIONS
24"x36" SCALE: NOT TO SCALE 4
1 1 "x17" SCALE: NOT TO SCALE
CADWELD GROUNDING CONNECTIONS
24"x36" SCALE: NOT TO SCALE 3
1 1 "x17" SCALE: NOT TO SCALE
CABLE GROUND
KIT CONNECTION
24"x36"' SCALE: NOT TO SCALE
1 1 %17"' SCALE: NOT TO SCALE
2,
NOT USED
24"x36" SCALE: NOT TO SCALE 1
1 1 "x17" SCALE: NOT TO SCALE
clear w"re'l
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
828 REGISTERED
RCHITECT
1 HARD'B.- • LL
/ STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20113
u J
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REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
03/01/12
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
E-
'41ATHE INFORMATION CONTAINED IN THIS SEI OF CUN5INUUIIUN UUUUMtlyls IJ F'KUNKILIAKT t5T II VCCt. HINT UJt UK UIJI.LUJUrCL v l n�R 1 MMIN I rl, vYn11�n rCCv\I CJ I U \.r\r�rncf� OF-F-\ ICJ 10 D 1 r-1U 1 L1 r-r\Un1611 CU.
BACKFILL (SAND OR NATIVE
SOIL) PER ASTM STANDARDS
4" 0 POWER CONDUIT WHERE
FINISHED GRADE OR PAVING.
MATCH SLOPE AND THICKNESS
OF EXISTING CONDITIONS
APPLICABLE COORDINATE SIZE 4" 0 TELCO CONDUIT WHERE
AND TYPE WITH LOCAL UTILITY APPLICABLE COORDINATE
SIZE AND TYPE WITH LOCAL
UTILITY
6" MIN. (TYP) 4" MIN TO SECONDARY ELECTRIC
12" MIN TO PRIMARY ELECTRIC
NOTE:
SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS.
POWER Z TELCO TRENCH
24"x36" SCALE: NOT TO SCALE 6
1 1 "x17" SCALE: NOT TO SCALE
NOT USED4
24"x36" SCALE: NOT TO SCALE
11 "x17" SCALE: NOT TO SCALE
NOT USED
24"x36" SCALE: NOT TO SCALE 3
1 1 "x17" SCALE: NOT TO SCALE
I/\TI/\AI nnnl IhACAITf IC' P'1P1l1f M r AMW M / AI ATI 1r)r- AAIV I If`r P,M r\ C'/\I /\C`I IMr- ^-r lri") TI IAAI TI IAT 1A1111/I I nrl AT! [" T/\ /1A nnl rn ni-MVI l�rt� Ire
NOT USED
24"x36" SCALE: NOT TO SCALE 2,
2„
BUTYL Ti
AS MASTIV, 1nI I I/if L�
STEP 3
CONNECTORS
STEP 1
2"
_Y V
7 2"
I I
ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE
AND 3 LAYERS IN 3/4" TAPE (ALL TAPE
WITH MINIMUM 50% OVERLAP). ALL TAPE
ENDS SHALL BE CUT (DO NOT STRETCH).
COAT WITH 3M SCOTCH COTE SPRAY SEALER.
2"
1"
ELECTRICAL TAPE (1 LAYER)
STEP 2
VERTICAL CONNECTIONS SHALL BE
TAPED FROM THE BOTTOM UP SO
OVERLAP MOVES WATER AWAY
FROM CONNECTION, TYP.
STEP 4
WEATHERPROOFING DETAIL5
24"x36" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE
EXISTING EXISTING EXISTING PROPOSED
SECTOR A SECTOR B SECTOR C MICROWAVE DISH
\ IXV IV VII NV JVI ILIVIn11\. j
ROWAVE DISH
3AR AT
01:��
ANTENNA GROUNDING DIAGRAM
24"x36" SCALE: 1/2" = 1'-0" 1
11 "x17" SCALE: 1 4" = 1'-0"
clear
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
28 ;REGISTERED
/ ARCHITECT
HARE B. ALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20113
Vol
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REVISIONS
NO.
DATE
I DESCRIPTION
INITIAL
A
03/01/121
ISSUED PCD REVIEW
WJR
B
03/09/12
FINAL CONSTRUCTION DOCUMENTS
PHD
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E-3
f-1L IIVI VI\IVI/'\IIVIV \.i ViVIn11V I_u IIV II II.J JILI VI VVIVV II\VVII-IN Vv v v IVI _1\] I 1\\JI 1\IL If\I\I L 1 1\lll Vl\L. -IYI VVL VI\ VIJV LV JVI\L-111\ 111-1Y I11"I „III V11 I\LL IILJ IV V/-\I\1\I LI\ VLI\VIVLLJ IJ JII\IVILI rl\\JI IIUIILU.
GENERAL STRUCTURAL NOTES
(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS)
BUILDING CODE:
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTIONS SHALL CONFORM TO THE SPECIFICATIONS SET
FORTH IN THE 2009 INTERNATIONAL BUILDING CODE
DESIGN LOADING CRITERIA:
1. ROOF LIVE LOAD (LR)
20 PSF
2. ROOF SNOW LOAD (PF)
25 PSF
2.1. SNOW IMPORTANCE FACTOR (IS)
1.15
3. BASIC WIND SPEED (V3S)
85 MPH
3.1. EXPOSURE CATEGORY
B
3.2. TOPOGRAPHIC FACTOR (KZT)
1.0
3.3. WIND IMPORTANCE FACTOR (IW)
1.15
4. SEISMIC DESIGN CATEGORY
D
4.1.SPECTRAL RESPONSE COEFFICIENT (SDS)
0.827 G
4.2.SPECTRAL RESPONSE COEFFICIENT (SDI)
0.442 G
4.3.SITE CLASS
D
4.4.COMPONENT RESPONSE FACTOR (RP)
2.5
4.5.COMPONENT AMPLIFICATION FACTOR (AP)
1.0
4.6.COMPONENT IMPORTANCE FACTOR (IP)
1.0
4.7.SEISMIC IMPORTANCE FACTOR (IE)
1.25
5. OCCUPANCY CATEGORY
III
OVERALL NOTES:
1. PLANS, SECTIONS, AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTH, OR FIT
OF MATERIALS
2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS FOR
BIDDING AND CONSTRUCTION. DISCREPANCIES BETWEEN THE STRUCTURAL AND ARCHITECTURAL DRAWINGS
SHALL BE REPORTED TO BOTH PARTIES PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY THE EXISTING STRUCTURE TO VERIFY
DIMENSIONS, ELEVATIONS, FRAMING, ETC. WHICH AFFECT THE WORK SHOWN ON THE DRAWINGS BEFORE
ORDERING ANY MATERIALS OR DOING ANY WORK AND SHALL NOTIFY THE OWNER, ARCHITECT AND STRUCTURAL
ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR IN THE PROPER SEQUENCE SHALL PROVIDE SHORING AND TEMPORARY BRACING FOR THE
STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THESE PLANS. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH
ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. OBSERVATION VISITS TO THE
SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE SHORING AND BRACING ELEMENTS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES
OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH AND SAFETY DEFICIENCIES OF THE OWNER, CONTRACTOR
OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PROTECT ALL EXISTING EQUIPMENT AND STRUCTURES. THE CONTRACTOR IS ALSO
RESPONSIBLE FOR THE PROTECTION OF WORKERS, PUBLIC AND PRIVATE PROPERTY DURING CONSTRUCTION UP
UNTIL COMPLETION OF WORK.
6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR
APPROVAL PRIOR TO FABRICATION OR INSTALLATION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT
SATISFY THIS REQUIREMENT. ANY SUBSTITUTIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES
AND SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO
THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURALLY
ENGINEER.
8. CONTRACTOR SHALL SUPPLY ALL ITEMS FOR ATTACHING MECHANICAL AND ELECTRICAL EQUIPMENT TO THE
BUILDING STRUCTURE NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DRAWINGS. CONNECTIONS SHALL BE ABLE
TO RESIST ALL LOADS INCLUDING SEISMIC FORCES. COORDINATE THE ATTACHMENT AND LOCATIONS OF THE
EQUIPMENT WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
9. PRINCIPAL OPENINGS ARE SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC.
CORROSION CONTROL:
1. ALL STRUCTURAL MEMBERS EXPOSED TO WEATHER SHALL HAVE CORROSION PROTECTION IN ACCORDANCE WITH
THE REQUIREMENTS STATED IN THIS SECTION.
2. ALL STEEL MEMBERS AND GRATING SHALL BE HOT DIPPED GALVANIZED PER ASTM A123
3. ALL UNISTRUT MEMBERS SHALL BE HOT DIPPED GALVANIZED
4. ALL BOLTS AND FASTENERS SHALL BE EITHER TYPE 304 OR 316 STAINLESS STEEL OR HOT DIPPED GALVANIZED
PER ASTM A153 OR ASTM B695 CLASS 50 (A490 BOLTS SHALL NOT BE HOT DIPPED GALVANIZED)
5. ALL STEEL MEMBER REPAIRS OF DAMAGED AREAS, WELDS, AUTHORIZED NON -GALVANIZED PARTS AND FIELD CUT
SURFACES SHALL BE REPAIRED WITH (2) COATS OF A 95% ZINC RICH PAINT PER ASTM A780 (ZRC PREFERRED).
STRUCTURAL BOLTS/FASTENERS:
1. ALL BOLTED CONNECTIONS SHALL USE LOCK WASHERS.
2. FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES.
3. STEEL BOLTS SHALL BE ASTM A307 BOLTS WITH THREADS EXCLUDED FROM THE SHEAR PLANE.
4. STEEL U-BOLTS AND J-BOLTS WHERE SHOWN ON PLAN SHALL BE ASTM A36 OR ASTM A307
5. ALL STEEL BOLTS SHALL BE INSTALLED SNUG FIT UNTIL THE SECTION IS FULLY COMPACTED, AND THEN
TIGHTENED FURTHER BY AISC - "TURN OF THE NUT", TIGHTENING SHALL PROGRESS SYSTEMATICALLY. BOLT
LENGTHS UP TO AND INCLUDING FOUR DIAMETERS SHALL BE TENSIONED 1/3 TURN BEYOND SNUG FIT. BOLT
LENGTHS OVER 4 DIAMETERS SHALL BE 1/2 TURN BEYOND SNUG FIT. BOLTS IN FRP MEMBERS SHALL BE HAND
TIGHTENED PLUS 1/4 TURN
STRUCTURAL STEEL:
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATION
STEEL CONSTRUCTION MANUAL - 2005 13TH EDITION AND THE "CODE OF STANDARD PRACTICE", 2005.
2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES:
2.1. PLATES AND ANGLES ASTM A36
2.2.PIPES ASTM A53 GRADE B
24"x36" SCALE: 1" = V-0"
11 "x17" SCALE: 1 /2" = V-0"
24"x36" SCALE: 1/4" = V-0"
11 "x17" SCALE: 1 /8" = V-0"
_r Ir inlr/lnnn ATi/lnl /'`(InITAlnirn Inl TI IIC` C`rT (lr /�riniC`Tnl I/-`TI/lt\I n/l /'`I InACI\I_f n-nI rTn- nv nr nnn/ IIC`r /l "` Inr TI InT
DDnDnQr:n ftAIr' Dn\A/0\/C 01=D AlDr�u
(N) 3" STD STL PIPE (3%2" O.D.) MAX LENGTH 6'-0"
PROPOSED 2'-0" 0 MICROWAVE PER ARCH.
ATTACH TO (N) PIPE PER MANUFACTURERS
SPECIFICATIONS
_ RAD CENTER
PER ARCH
(E) 1%2" HANDRAIL PIPE (FIELD VERIFY)
(N) SITE -PRO CROSSOVER CLAMP SET (PART #SSCK)
(E) L3x3xY4" (FIELD VERIFY) MIDDLE RAIL
(E) WATER TANK WALKWAY
(E) HANDRAIL VERTICAL
MICROWAVE MOUNTING ELEVATION 2
PARTIAL WATER TANK PLAN I
clear
1475 120TH AVE NE
BELLEVUE, WA 98005
PACIFIC TELECOM SERVICES,
LLC
111 South Jackson, Suite 200
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
Sci
7 s
_ L
\ � r
N
ONAL
EXPIRES -71'�/
THIS SET OF DRAWINGS PREPARED
BASED ON THE STRUCTURAL ANALYSIS
REPORT PERFORMED BY PTS
ENGINEERING, DATED MARCH 9, 2012.
SEALED BY ERIC SCHULTZ, P.E.
N
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REVISIONS
F1_
DATE
DESCRIPTION
INITIAL
03-09-12
PERMIT
MBK
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
STRUCTURAL PLAN & NOTES
SHEET NUMBER
III- Il vl vlvlvli �livly vvly �. vI I\\l1 i\IL ICI\ - • - .. \L. - I - v - ✓JVI\L \JIIILI\ Il lrlly It l/"vl .i- \I\ILI\ JLI\V��._" .� JII\IVILI rl\Uf 11011 F_